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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹4.2 LAccepted-AOC | ₹4.2 L | LI | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹4.2 LRejected-Finance | ₹4.2 L | L2 | Rejected-Finance 2ND LOWEST |
| Sl No | Description | Qty | Unit | E SUKUMARAN L2 | JIJO CHACKO L1 |
|---|---|---|---|---|---|
| 1.00Nadapatha | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 22.95 | cum | 441.31 ₹10,128.06 | 434.6 ₹9,974.07 |
| 1.00 | OD442918/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry using
Departmental rubble including packing to compactness to lines and levels for road protection to withstand
the dynamic loads due to moving traffic including cost and conveyance of all materials labour charges etc.
complete as per direction of Departmental officers at site | 9.18 | cum | 1,641.88 ₹15,072.46 | 1,617.1 ₹14,844.98 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 5.67 | cum | 8,268.01 ₹46,879.62 | 8,143.2 ₹46,171.94 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 13.37 | cum | 8,080.08 ₹1.1 L | 7,958.1 ₹1.1 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.02 | cum | 8,438.18 ₹17,087.31 | 8,310.8 ₹16,829.37 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 10.21 | cum | 9,605.33 ₹98,032 | 9,460.3 ₹96,551.82 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.23 | tonne | 92,702.51 ₹1.1 L | 91,302.7 ₹1.1 L |
| 1.01 | OD442993/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 7.29 | cum | 697.9 ₹5,087.69 | 687.4 ₹5,011.15 |
| 1.01 | OD442573/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 0.81 | cum | 944.28 ₹764.87 | 930 ₹753.30 |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
11 Feb 2026, 10:00 amClosed
Assistant Engineer LID EW Section Panangad 673612
Assistant Engineer LID EW Section Panangad 673612
Panangad north Vattakkandyppoyil Nadappatha
2026_LSGD_833119_1
AE/LSGD/PNGD/GEN/2025-26/185
Open Tender
Civil Works - Roads
240 days
PANANGAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,579
Yes
12 Mar 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
Nadapatha
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
OD442918/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry using Departmental rubble including packing to compactness to lines and levels for road protection to withstand the dynamic loads due to moving traffic including cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD442993/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD442573/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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